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Home My WebLink AboutVALLI VUE ESTATES #2 BLK 2 LT 15 Municipality of Anchorage On -Site Water and Wastewater Section • (907) 343-7904 Page of ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP231094 PID Number: 015-322-43 Dwelling: ® Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New ® Upgrade Name JEREMIAH & ANDREA MOSS ABSORPTION FIELD - EXISTING ❑ Deep Trench ❑ Wide Trench ❑ Bed ❑ Mound Site Address 6201 CORNER TREE DRIVE, ANCHORAGE ❑ Other Phone Phone 7�� f Bedrooms Soil Rating depth from original grade 4 GPD/SF JTotal Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Ft. Gravel depth beneath pipe Ft. Subdivision Block Lot VALLI VUE ESTATES #2 2 15 Fill added above original grade Ft. Gravel length Ft. Township Range Section Gravel width Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line Ft2 Ft. Well 2001+ -- 25'+ TANK ® Septic M S.T.E.P. ❑ Holding ❑ Other Manufacturer GREER Capacity 1500 Gal. Surface Water 100'+ -- Material HDPE Number of compartments 2 Lot Line 5'+ __ NA Foundation 10'+ __ LIFT STATION Manufacturer GREER / ORENCO Capacity 1500 Gal. Remarks Alarm location BACK WEST WALL Electrical installed by DRS Installer JRS to PIPE MATERIAL House to tank 3034 Tank to 3034 rainfield Drainfield CO/MT Inspector FWC BENCH MARK (Assumed elevation) 100 ft Inspection 1" 5/19/2023 2nd 5/19/23 Location and description 3rd 4"' TOP OF MANHOLE / 6' RISER ON-SITE WATER AND WASTEWATER SECTION APPROVAL •''•.� �� Conditional Approval: Date Q1`.'• lowTH .. - ....�... r� �r Curtis Huffman �•, CE 128991 (P�F • . 5/23/23 . • s Septic System Approved -'% Date • �C� l�;F� ...AW pROFESSIO� Note: this approval does not include well permit requirements. .N �iwv vvivu 10) PID:015-322-43 PERMIT:OSP231094 FIRST WATER CONSULTING VALLI VUE ESTATES BLOCK 2, LOT 15 VALLI VUE ESTATES BLOCK 2, LOT 15 MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP231094 Work Type: SepticTank Upgrade Tax Code Number: 01532243000 Site Legal Address: VALLI VUE ESTATES #2 BLK 2 LT 15 G:2538 Site Mailing Address: 6201 CORNER TREE DR, Anchorage Owner: MOSS JEREMIAH J & ANDREA F Design Engineer: FIRST WATER CONSULTING This permit is for the construction of: Effective Date Expiration Date: Sir. J De pai'tnlent Lot Size in Sq Ft: Total Bedrooms: 5/12/2023 5/11/2024 21351 ❑ Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction shall be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Received By: 1 5.S14� 0 'To r lj C_ Date: Issued By: i� Date: S / 7 bo 7- 3 4 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 015-322-43 Property owner(s) JEREMIAH & ANDREA MOSS Day phone Mailing address 6201 CORNER TREE DRIVE, ANCHORAGE, AK 99507 Site address 6201 CORNER TREE DRIVE, ANCHORAGE, AK 99507 Legal description (Sub'd., Block & Lot) VALLI VILI E ESTATES #2 132, L15 Legal description (Township, Range & Section) Lot Size 21,351 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (Z all that apply) Absorption Field E] Initial ❑ Single Family (SF) El Septic Tank El Upgrade I -XI (w/wo ADU) Holding Tank El Renewal ❑ Duplex (D) ❑ Privy ❑ Multiple Dwellings ❑ (SF and/or D) Private Well El Water Storage 1-1 THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: �Z � Date of Payment: S I-ot 3 Receipt Number: 0 Permit No. 3 L) Waiver Fees: Date of Payment: Receipt Number: Waiver No. GAIDevelopment Services\Building Safety\On Site Water and WastewaterTorms\Client FormsTermit Application.doc 13030 Sues Way, Anchorage, AK 99516 907-350-9566 / firstwaterAK@gmail.com ! !! May 8, 2023 Municipalities of Anchorage On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 RE: STEP SEPTIC TANK UPGRADE PERMIT LEGAL: VALLI VUE ESTATES #2 BLOCK 2, LOT 15 We have been requested to obtain a septic permit to upgrade the existing aged steel STEP septic tank on the above referenced lot. We propose to install a 1500-gallon HDPE tank per the attached design to serve the existing 4-bedroom residence. No groundwater was noted in the subject and adjacent MOA on-site files, but if groundwater is encountered during installation an epoxy coated steel septic tank may be required. The lot and area are served by public water. The design will not impact any of the neighboring properties. Please contact us if you have any questions. Sincerely, Curtis Huffman, P.E. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231094, Curtis Townsend, 05/12/23 FIRST WATER CONSULTING DESIGN DETAILS: VALLI VUE ESTATES BLOCK 2, LOT 15 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231094, Curtis Townsend, 05/12/23 Municipality of Anchorage On-Site Water and Wastewater Program • (907) 343-7904 Page 1 of 2 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: 015-322-43 PID Number: SW970361 Dwelling: ❑■ Single Family(SF) E Duplex(D) ❑ Multiple(SF and/or D) Project: ❑ New D Upgrade Name: ROBERT HOWARD ABSORPTION FIELD Address ❑ Deep Trench ❑ Shallow Trench El Bed ❑ Mound ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 4 362 GPD/SF 7.5 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe Subdivision Block Lot 3.5 Ft.4.0 Ft. VALLI VUE EST#2, BLK 2, LOT 15 Fill added above original grade Gravel length Township Range Section 0 Ft. 4X45 =181 Ft. Gravel width Beds:Number of Lines Distance between lines SEPARATION DISTANCES 2.0 Ft. Ft. To Septic AbsorptionHolding Sewer Total absorption area Number of trenches Dist.between trenches From Tank Field Lift Station Tank Line 1448 Ft2 Ft. Well NA NA NA 50'+ TANK ❑l Septic ❑S.T.E.P. 0 Holding ❑Other Manufacturer Capacity Surface Water 100'+ 100'+ 100'+ ANCH TANK 1500 Gal. Material Number of compartments Lot Line 10'+ 10' 10'+ STEEL 2 NA - Foundation 10'+ 10'+ 10'+ LIFT STATION Manufacturer Capacity Curtain Drain UN UN ANCH 1500 Gal. Remarks COMM. WATER WELL > 200' Pump on level at Pump off level at High water alarm at _UNDOCUMENTED SYSTEM, DESIGNED 36 in. 28 in. 40 in. AND INSTALLED BY UNKNOWN Pump make and model Electrical Inspections performed by STANDARD UNKNOWN PIPE MATERIAL House to tank 3034 Tank to 3034 Installer _ drainfield UNKNOWN Drainfield 3034 Co/MT3034 Inspector UNKNOWN BENCH MARK (Assumed elevation)96.7 ft Inspectio: 1si 10-18-97 2nd 10/24/97 Location and description 3rd 4th BACK DOOR CONCRETE PAD COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Ennggjne. ,'s,Slamp Conditional Approval: Date �`��•• %%Pi_1d ry 14.49Tf �`y •••.. 'S eij I r••• / • • / . MICHAEL N. ANDERSON ; MSC �. P 6.,-;:-' ••• C - 469 :.'-c •• fl Approved c.,--__I — Date 5'`�l 1 g f li? of• ••••• ., .. , Inspection Report_9-1-12.doc Permit No. SW970361 Page 2 of 2 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 Anchorage, Alaska 99519-6650 Telephone: 343-4744 On—Site Wastewater Disposal System and/or Well Inspection Report Legal Description: VALLEY VUE ESTATES #2 BLK 2, LOT 15 PID No.: 015-322-43 MARK A B C01 25 60 TC01 20 65 TCO2 30 72 CO2 90 97 __ CO3 132 125 N. C04 125 115 / \ C05 84 85 / TH#• C06 75 77 / C07 122 108 I CO4 CO8 118 103 1 CO3 11 1107 Cern —— co9 75 65 n MT1 128 122 ` I 1TT2�IT3 �M14 MT2 119 115MT3 115 \ SII II yyJJ MT4 115 955 /T�—I•I—��ii\ I/ II ITH41 �1., 00011.11..-- \ '" SPILTTERS, NO ACCESS 1:02 : eb6 • , DRIVEMY I — _ /�? \\ TEST HOLE BY OTHERS, SEE MOA FILE i \ -fi..- fi/; 1 / /I I I \ • MO 1 I 1Iti 2 \ I ----BENCH ELEV. 96.7' \\ ITCO `��, �1 1 T., C01 • 1500 STEP TANK 11/41 I ASBUILT SCALE: 1"=30' [co. TCO, .�.....• 1I CO25.5.1. Cp,,}.<,9 611-4 �i'��N N . :��P�• ••. .� \-57 J '-- '-'-'----9-1.67 ri1L,[R FABRIC 81NSIM,I09 49TH i\ '`.�•: • • 92 5 / 1.500 CALLON \ sna.wc \` • • STEEL STP 10.9 �yys 9}@ • N 10 996 / 9ss_/ �0 l'..MICHAEL N. ANDERSON'Li, °B'� wax •G • No. E 94 9 '��/ S• 4'�O%••.,,, • SEPTIC SECTION N.T.S. 444▪ i▪ . .'�4•• jerT varness From: Daniel Kranich <daniel@nusalaska.com> Sent: Wednesday, June 23, 2021=- Pl To: David Garness Cc: David Kranich; Jeff Garness Subject: Re: 6161 O'Malley Road *Anchorage, AK - O'Malley Fire Station; Lot 2 Attachments: qgis-bin_2021-06-23_15-44-07.png Hello David, I have located the water service line for the O'Malley fire station and painted marks on the ground. I have also used that information to update our map and have attached that map to this email. I also could not get any signal going to 6161 O'Malley, so I don't believe that property has a water service. AC VP asfmN twdp ftP F Vi too, 1! .. . 0.r►� t Rick M?strom, Mayor Municipality of Anchorage Department of Health and Human Services 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 http://www.ci.anchorage.ak.us 343-4744 October 16, 1998 Mary E Howard 6201 Corner Tree Drive Anchroage, Alaska 99516 6716 Subject: Lot 15 Block 2 Valli Vue Estates Subdivision #2 Permit #SW970361, PID #015-322-43 The subject permit, issued October 9, 1997 by this office for a single family well and/or on-site wastewater system, has expired as of October 9, 1998. A new permit must be obtained from this office for a well and/or on-site wastewater system NOT installed by the expiration date. If you have drilled the well, a well log must be sent to this office for documentation of the installation and to close the permit. If a licensed Professional Engineer has inspected the installation of the on-site wastewater system, the original as-built inspection report must be sent to this office for review, approval and documentation. Ail inspection reports must be submitted within 30 days of construction completion. When applying for a new permit, the fees are: $320.00 for an on-site wastewater permit; $120.00 for a well permit and $440.00 for a combined on-site wastewater and well permit. If you have any questions, please call this office at 343-4744. jSa~es~ESi ely, ~] P~ogram Manager On-site Services enc: Copy of Permit cc: Theta Enviromental Engineering PAGE 1 OF MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650~ 825 "L" STREET, ROOM 502 ANCHORAGE~ ALASKA 99519-6650 ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT PERMIT NUMBER:SW970361 DESIGN ENGINEER:THETA ENVIRONMENTAL ENGINEERING OWNER NAME:HOWARD MARY E OWNER ADDRESS:6201 CORNER TREE DR DATE ISSUED:10/09/97 EXPIRATION DATE:10/09/98 PARCEL ID:01532243 LEGAL DESCRIPTION: VALLI VUE ESTATES #2 BLK 2 LT 15 LOT SIZE: 21351 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: 4 THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: 1. THE ATTACHED APPROVED DESIGN. 2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS 15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL REGULATIONS (18RAC72) AND DRINKING WATER REGULATIONS (18AAC80). 3, THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AMD CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: THETA ENVIRONMENTAL ENGINEERING eE2, 905 Jayme Court Anchorage, Alaska 99518-2444 (907) 344-1928 Fax: (907) 349-2363 SHEET NO. DATE. ~'/~/~"/ DATE THETA ENVIRONMENTAL ENGINEERING eE2 905 Jayme Court ., Anchorage, Alaska 99518-2444 (907) 344-1928 Fax: (907) 349-2363 2 SHEETNO OF. CHECKED BY. /4 18 :>-e / Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L' Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: BOB HOWARD LEGAL DESCRIPTION: L15, B2 Valli Vue II DATE PERF( Township, Range, Section: 1 2 3 4 5 6 7 8 9 104 11 12- 13- 14 15 16 17 18 19 2O Organics ML, Silt, Orange ,ML, Silt, Tan very consistant GM, Silty Gravel Few Cobbles ML, Silt, Dense BOH SLOPE WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? N/A Oegm to Water Attor hate:9 / 1 9 / 9 7 Monitoring? .~.T 0 ~.TE SITE PLAN Gross Net Depth to [ Net Reading Date Time Time Water Drop 1 9/11/9' 0 0 0.500 0 10 10 ;500/0. 500 0 20 ,[0 .500/0. 500 0 30 10 .500/0. 500 0 40 10 )/500/0. 500 0 50 10 )f500/0. ~00 0 60 10 .500/0. ~00 0 PERCOLATION RATE 0 (minutes/inch) PERC HOLE DIAMETER 6" TEST RUN BETWEEN ~J. 5 FTAND 5.0 FT soils absorption field PERFORMED BY: t~on Godden ~ ~ CERTIFYTHATTHISTESTWASPERFORMEDIN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: q./? 1 ./q 1 72-008 (Rev 4/85) PID:015-322-43 PERMIT:OSP231094 FIRST WATER CONSULTING VALLI VUE ESTATES BLOCK 2, LOT 15 VALLI VUE ESTATES BLOCK 2, LOT 15 PERFORMED FOR: Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST Bob Howard TH~3 . LEGAL DESCRIPTION: L15B2 Valll Vue IIT --OL, Organics SM, SiltyTSand, Tan 'Orange ML, Silt, Tan Few Cobbles GM, Tan 1 2 3 4 5 6 7 8 9- 10- 11 12 13 14 15 16- 17- 18- 19- 20- Township, Range, Section: SLOPE DATE PERFO ~ ,2~.~_.~ SITE PLAN WAS GROUND WATER ENCOUNTERED? NO Silty Gravel IF YES, AT WHAT DEPTH? N / A Depth to Water After y GravelM0nimrin9? AT9~ Dale:9/!9/97 Dense I Gross Net Depth to J Net Reading Date Time Time WaterI Drop 1 9/11/9. 0 0 0.60 0 2 10 il0 0.60/0.~ 0.02 3 20 10 0.60/0.5 0.02 4 30 10 0.60/0.51 0.02 5 40 10 0.60/0.5 0.02 6 50 10 0.60/0.5 0.02 7 60 10 0.60/0.5 0.02 PERCOLATION RATE 4 2 [minutes/inch) PERC HOLE DIAMETER ~" TEST RUN BETWEEN 4 . ~ FT AND ~ . (] FT COMMENTS Perc Hole Presoaked PERFORMED BY: ]~. ~c~c] c] p~q I ~) ~F~r~ ~ ~ CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: (3,/1_ ! ,/9 ? 72-008 (Rev. 4/85) Municipality o! Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage. Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: Bob Howard TH~4 LEGALDESCRiPTiON~15,B2, Valli VueII 1 2 3 4 5 6 7 8 9- 10 11 12 13 14 15- 16- 17- 18- 19 20 Townshi 0L, Organics SM, Silty Sand, Orange ML, Silt, Tan few cobbles DATE PERF( Range, Section: ;LOPE WAS GROUND WATER GM, Silty Gravel ENCOUNTERED? with cobbles, tan Dense IF YES, AT WHAT DEPTH? BOH SITE PLAN NO Oel)lh Io Water Aitor Monitoring7 l'~3~q ~ Dale: Gross Net De~th to Net Reading Date Time Time Water Drop 1 9/20/9 0 O 0.55 2 10 10 ).55/0.4~ 0.06 3 20 10 ~.55/0.4~ 0.06 4 30 10 ).55/0.4~ 0.06 ~ 40 10 .55/0.4~ 0.06 6 50 10 .55/0.4~ 0.06 7 60 10 (.55/0.4~ 0.06 PERCOLATION RATE ] '~ . 0 (minutes/tach) PERC HOLE DIAMETER TEST RUN BETWEEN z~, 0 FT AND z~, .~ FT PERFORMED BY: ~- ~odd~t~ I ~, ~c~c~c]¢,~ CERTiFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THiS DATE. DATE: Q,/') (3,/Q"7 72-008 (Rev. 4/85) Municipality ol Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: Bob Howard TH~5 LEGAL DESCRIPTION.~_,I5 · ~--2, V=-!!i EPTH V,!e I I SLOPE SITE PLAN t 2 3 4- 5- 7 8 9 10 11 12 13 1fi- 18 20 OL, Organics SM, Silty Sand, Orange ML, Silt, Tan GM, Sand, Clean Silty Sand, Tan GP, Sandy Gravel, WAS GROUND WATER ENCOUNTERED? GM, Silty Gravel IFYES, ATWHAT DEPTH? Cobbles, Tan Depth tn Waler After Monitoring? ~nn~ BOH I I N ,ri, / I Nn $ L .o E Da~e: q/gR/q7 9/20/97 0 0 0.55 0 10 10 .55/0.5~ 0.02 20 10 /55/0.52 0.02 30 10 .55/0.5~ 0.02 40 10 .55/0.5~ 0.02 50 10 .55/0.5~ 0.02 60 10 .55/0.52 0.02 PERCOLATION RATE 42 tm,nutes/LnCh) PERC HOLE DIAMETER ~" TEST RUN BETWEEN 4·0 FTAND 4·,~ FT PERFORMED BY: m. Godden ~ R. Godden __ ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. 72-008 (Rev 4~85) CERTIFY THAT THIS TEST WAS PERFORMED IN DATE: 9/2 0 / 9 7 Depa~tmer1'~ o~ ~4.~ .?~ and"" ca ,-'~*s- 825 '? Sb'eet P.O. Box ~9a550 Ancno~age. AJasXa995~9-6650 343-4744 August 22, 1997 Mary E Howard 5020 Fairbanks Street Anchorage, Alaska 99503 7442 Subject: Lot 15 Block 2 Valli Vue Estates Subdivision #2 Permit #SW960259, PID #015-322-43 The subject permit, issued August 21, 1996 by this office for a single family well and/or on-site wastewater system, has expired as of August 21, 1997. A new permit must be obtained from this office for a well and/or on-site wastewater system NOT installed by the expiration date. If you have drilled the well, a well log must be sent to this office for documentation of the installation and to close the permit. If a licensed Professional Engineer has inspected the installation of the on-site wastewater system, the original as-built inspection report must be sent to this office for review, approval and documentation. Ail inspection reports must be submitted within 30 days of construction completion. When applying for a new permit, the fees are: $320.00 for an on-site wastewater permit; $120.00 for a well permit and $440.00 for a combined on-site wastewater and well permit. If you~ave any questions, please call this office at 343-4744. Since?l,y,~ ~ Program Manager On-site Services enc: Copy of Permit cc: Steven R. Pannone, P.E. MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AI~D HUbLAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 PAGE ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT KIUMBER:SW960259 DESIGN ENGINEER:STEVEN R. PANNONE OWNER NAME:HOWARD MARY E OWNER ADDRESS:6201 CORNER TREE DR ANCHORAGE, AK. 99516 PERMIT DATE ISSUED: 8/21/96 EXPIRATION DATE: PARCEL ID:01532243 LEGAL DESCRIPTION: VALLI VUE ESTATES #2 BLK 2 LT 15 LOT SIZE: 21351 (SQ. FT.) IqUMBER OF BEDROOMS: 4 THIS PERMIT: 4 5~IS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: 1. THE ATTACHED APPROVED DESIGN. 2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS 15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AAC80) o 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. 1 OF 8/21/97 SPECIAL PROVISIONS: EXCAVATE AN ADDITIONAL TESTHOLE NEAR THE EXISTING TRENCH AND INSTALL A GROUNDWATER MONITOR TUBE AND LEAVE THIS MONITOR TUBE IN PLACE UNTIL FINAL APPROVAL IS GRANTED FROM THIS DEPARTMENT. (ENGINEER MUST CERTIFY A 4 FT. VERTICAL SEPARATION EXISTS BETWEEN THE BOTTOM OF THE EXISTING TRENCH AND GROUNDWATER, OR THE EXISTING TRENCH MUST BE PERMANENTLY ABANDONED. RECEIVED BY~ -- Steven R. Pannone, P.E. Consulting Engineer (907) 272-8218 P.O. Box 142025 Amchorago, Alaska, 99514 (907)272-8218 Fax August 14, 1996 Municipality of Anchorage Dept. of Health & Human Services On-Site Services Section P. O. Box 196650 Anchorage, Alaska 99519 Subject: Lot 15, Block 2 Valli Vue Subdivision, 6201 Comer Tree Upgrade Permit Gentlemen: My firm was contacted to investigate the possibility of installing of a replacement system at the above referenced property. The existing trench type system has failed. The owners report slow draining of the lower fixtures and minor backing-up of the drains. The system was installed in 1975. I was requested to investigate the possibility of installing a new system adjacent to the existing system. A single test holes was excavated on July 15, 1996 The soil report and percolation test results are attached. Additional soils will be verified at the time of installation. No ground water was encountered during the seven day monitoring period, but was measured to be 14 feet below ground level by MOA DHHS personnel on August 12, 1996. The tot is approximately 1.25 acres in size and is served by a community water system, h slopes to the southeast at a rate of approximately one to two percent. The proposed installation will be located greater than 100 feet away from any well and 25 feet from the water service lines. The surrounding systems are located greater than 100 feet from the proposed installation. The existing septic tank wilt be inspected and if found competent, reused. A new tank will be installed if the existing tank is not found competent. The existing soil absorption field will be reused. A diverter valve will be installed between the septic tank and the two drain fields. The new drain field will be selected for use. Please contact me at 272-8218 if you have any questions about the proposed installation. Sincerely, -3~ven R. Pannone, P.E-~. Attachments: C:\WORK~ 15-~VVUE.001 DESIGN WASTEWATER ABSF1RPTIDN SYSTEM Lots 15 BLOCK 8 V=[U Vue Estates No.2 Approximately 45 Feet to property lime, Soils to be verified during construction, Approximately 145 Feet to ne[bors system, -SX Approximately 80 Feet to property line, Approximately 115 Feet to melbors system, 20 Feet to property Zabe[ Z2000-~ Ftow Existing 1850 Q septic tank, to be verified during construction, NDTE~ 1) Lot Is served by ~ community water system, 2) There are No septic systems within 100 Feet oF the proposed location, C~\Work\15-SVVUE.DWG =roposed Trenchs Z~be[ Z2OOS~Ir Flow Divider ExtstlnD house ])rlveway C.L. Corner Tree Circle PREPARED FDR~ Robert Howard 6201 Corner Tree Anchorage, AK 99516 (907) 563-4743 l-2z PANNDNE ENG. SVC P. D, BOX 148085 ANCHORAGE, ALASKA 99514 274-0308, 878-8818 Fax OATD 7-84-96 I DESIGN $~ALE, I'=30' Soil R~clnQ = 250 sF/br 4 Bedroom House lOOO sP Rqd ])eslgn~ 5' EFFective 10 To~l ])ep~h 2' Wide, 100' Long To~c~l absorp~clon = 1000 I)EglGN DETATLS ~/AgTE~/AT£R A])gBRPTInN gYSTEN Lots 15 ])LOCK 2 valU Vue Estotes No,8 Z d PREPARED FOR~ Robert Howard 6201 Corner Tree Anchorage, AK 99516 (907) 563-4743 PANNDNE ENG, SVC, P, O, BDX 142025 ANCHDRAGE, ALASKA 99514 274-0308, 278-8218 FAX DATE, 7-24-9G ~DT TD gCALE DESIGN Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: DATE PERFOI LEGAL DESCRIPTION: /..E,-I' l,~..,'-J~ ~_ ~tA~CPVO~ 3- 4- 5- 6 7 8 9- 10- 11 13- 14- 15- 16- 17- 18- 19- 20- Township, Range, Section: SLOPE WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? Depth to Water A~ter M0nit0rinD7 '~'"c' SITE PLAN Gross Net Depth -t~ ~F~ Net Reading Date Time Time Water Drop PERCOLATION RATE /~ (minutes/inch) PERG HOLE DIAMETER TEST RUN BETWEEN ~ FT AND "~ FT PERFORMED BY: ~ '~'~3AJ~ L ~ ~ ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. 72-008 (Rev. 4/85) CERTIFY THAT THIS TEST WAS PERFORMED IN DATE: '~ ~'-~-- <~ ~ Zabel Z200 F10w Divider° Zabel Z200,D F10w Director BRAND NEW FOR 94- The Zabel Flow Divider replaces old fashioned d str bution boxes ,md p pe manifold~ and The Zabel Flow Director replaces expens ye, old ~ashioned Y-valves. They are also more e ~'ec tire and easier to install. All Zabel products are manufactured fi'om high quality injection no ded PVC nd cam' Zabel'~ Lifetime Warranty if parts fail due to manufacturer s defect in material or worknmnship. The warranty does not include replacement parts not sold by Zabel and does not include labor for removal or remstallatio~. The Flow Divide distributes effluent leaving the septic tank by means ot'a patented central weir design that insures the flow ~s evenly divided even if the Flow Divider is not peffecrl¢ level. The inlet ptpe of the Flow Divider ~s constructed so fha t eft[uent will flow from it and down into the effluent into two equal portions. Distributes flow better than D-boxes and mani- folds that are subject to (mst heave or ground settling. Testing shows that even with a level discrepancy of i/8" or more between the nght and left port, the division of the flow was almost 50/50. A standard D-box or manifold distorts the flow under these same conditions. 5-9 ~ 5 Manufactured from injection molded PVC. Always insures an even flow. -/ Doest~'t create solids bu'ld up ~/ Will not clog. Lifetime Warranty. Laboratory Test Results using 1000 mi samples @ 3 gpm Average Level Distribution Right Port 50.03' Left Port 49 97 1/16" Tilt Right Port Left Port 49,5% 1/8" Tilt Right Port 51.3% Lett Port 48.7% The Flow Director is a Flow D~vider wxth a pat- ented sleeve valve instal[ed to &stribute the effiu- ent flow to a pnmary field ,~r your choice and allows the secondan! field to rest until needed. The Flow Divider automatically back flows t}om the primar,/to the secondary field and does depend on the homeowner ro change the sleeve valve in the Flow Director. A :tandard Y-valve is dependent on the homeowner :o change the flow direction at the proper time. Unfortunately, thts usually does not happen and a problem develops such as an effluent break out resulting in ground water contamination. 3. At the time the septic tank t, normally sen'iced, the septic tank sen'ice company can redirect the flow allowing the primary field the opportunity to rest. Questions concernm= ~2cc Flow Divider · Zabel Z2OO-D Flow Director please call i -800-221-5742 or Fax (502) 267-8801 for further information. R ,t ANCHORAGE AREA BOF-}GH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME ~ LOCATION MAILING ADDRESS SEPTIC TANK: INSIDE LENGTH /d"/ INSIDE WIDTH LIQUID DEPTH NUMBER OF COMPARTMENTS LIQUID CAPACITY//~ ~¢~GALLONS. TILE DRAIN FIELD: DISTANCE FROM WELL (-'~/~¢ ~FOUNDATION 2~ ~-~ ! TOTAL LENGTH NEAREST LOT LINE ~ OF LINES TRENCH WIDTH ~ / IN. TOTAL EFFECTIVE Sq. FT. LENGTH OF EACH LINE ! DEPTH OF FILTER MATERIAL BENEATH TILE . VE TILE ~' IN. NUMBER OF LINES DISTANCE BETWEEN LINES ABSORPTION AREA DEPTH: TOP OF TILE TO FINISH GRADE WELL: TYPE__ ~¢~'/~'2' /~2~']CONSTRUCTION BUILDING FOUNDATION CESSPOOL APPROVED __ NEAREST LOT LINE __ OTHER SOURCES DISAPPROVED NEAREST SEPTIC SEWER LINE TANK REMARKS DEPTH SEEPAGE SYSTEM DISTANCE FROM: DISTANCES: INSTALLED BY: ~7~, - SEWER LINE DEPTH: PiPE MATERIAL' LOT SLOPE: REMARKS: Form LQ-032 Gte,/ 'ER ANCHORAGE AREA BOf dg~--~.jJ SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT INSTALLATION LOCATION INSTALLATION OF: SEPTIC TANK TYPE AND SIZE OF FACILITY TO BE SERVED SOIL TEST RESULTS ~¢'~ / / % --/~ / NOTE: THIS P=RMIT IS NOT VALID WITHOUT COMPLET,ON DATE ANTI CIPATED ~ /¢ 7X BOIL TEBT FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. TYPE d SIZE CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING gAP OF FOUNDATION TO SEEPAGE~-~ , DRAIN FIELD ~o ~ ! SEPTIC TANK TO SEEPAGE'~T~ WALL 5-/ E~~----~¢ 7 SEPTIC TANK SEEPAG , DRAIN FIELD I CERTIFY THAT I Aid FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. I also certify that this home will contain a maximum of 4 ~'"~-) bedrooms be added bedrooms. I understand an upgrade wou.l,d--be n~ece. Ssary s~hp.u-ld-'n)ore · GREATER ANCtlORAGE AREA I~OROUb,, Oepartment of Environmental Quality 3330 'C" Street Anchorage, Alaska 99503 SOILS I,OG ' PEROt,ATION TI~ST Performed for__ J~_,~.~____~/_~_~_.~__., Legal Descripti~i~' -z.~ This form reports: Soils Percolation test Depth Feet 1 2- 3- 4- 5- 8- 9- 10- 11 - 12--- 13- ~>-,d /.,z~ >' 6 ,~ Z U ~: L. -- ..? Pv -~ ~ IA/ Was ~ encountered? If yes, at whaL depth? Reading Date Gross Time Net Time epth to Percolation rate minute. -Proposed installa~-~? Seepa-ge Pit Drain Field Depth of Inlet '. Depth t6~-l~6¥tYm-0:F-i)it or trench ................. MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Parcel I.D. 015-322-43 Expiration Date: G Legal description VALLI VUE ESTATES #2 BLK 2 LT 15 Site address 6201 CORNER TREE DR Anchorage AK 99507 Current property owner(s) JEREMIAH & ANDREA MOSS X The On-site system(s) is/are approved for 4 bedrooms Conditional approval for bedrooms, with the following stipulations: Comments or advisories: M Original Certificate Date: 6/9/2023 This Certificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject system(s) is/are in substantial compliance with municipal code. The Municipality of Anchorage, Development Services Department (DSD) issues COSAs based upon representations provided by an independent professional engineer. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. ATTACHMENTS: COSA Checklist X Well Flow Advisory Absorption Field Advisory Nitrate Advisory Tank Age Advisory Arsenic Advisory Other COSA Approval_June 2022 MUNICIPALITY OF ANCHORAGE Development Services Department p p � @ Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Application 1. GENERAL INFORMATION Parcel I.D. 015-322-43 Complete legal description VALLI VUE ESTATES #2 BLOCK 2, LOT 15 Location (site address) 6201 CORNER TREE DRIVE, ANCHORAGE, AK 99507 Current property owner(s) JEREMIAH & ANDREA MOSS Day phone 2. ON-SITE SYSTEMS SIZED FOR 4 BEDROOMS 3. TYPE OF WATER SUPPLY: ❑ Private Well ❑ Private Well serving 2 dwelling units ❑ Private Well serving 3+ dwelling units ® Community Well or Public ❑ Water Storage 4. TYPE OF WASTEWATER DISPOSAL: ® Private Septic ❑ Private Septic serving 2 dwelling units ❑ Holding Tank ❑ Community Septic or Public Sewer 5. SEPTIC TANK: ❑ Steel DQ Plastic ❑ Concrete ❑ Fiberglass Age /1f fir- See advisory if steel older than 20 years — .1500 STEP 6. ABSORPTION FIELD: ❑ AWWTS ❑ Bed ® Deep Trench ❑ Wide Trench ❑ Seepage Pit Waiver request for: Expedited review requested: ❑ Distance: By applying for this entitlement, this property is subject to inspection by municipal On-site staff to verify the accuracy of the information provided. COSA Fee $,55 O Waiver Fee $ _ Date of Payment � / .5 / � 7. 3 Date of Payment COSA # DSC 2 3 12.E Waiver # COSA Application.doc COSA Checklist.docx COSA Checklist Legal Description: VALLI VUE ESTATES #2 BLOCK 2, LOT 15 Parcel ID: 015-322-43 If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system ____ A. WELL DATA - PUBLIC &/OR CLASS “A” WATER Well log is filed with Onsite (or attached) Date drilled Total depth ft Cased to ft Sanitary seal is functioning correctly Wires are properly protected Casing height (above ground) in. Date of flow test for COSA Static water level at beginning of test ft. Well production at time of test gpm Water storage tank volume NA gallons Well disinfected for coliform test? Yes No Coliform bacteria is Negative Nitrate mg/L Nitrate less than MRL (ND) Arsenic ug/L Arsenic less than MRL (ND) Collected by Date Comments __________________________________________________________________________________ B. TANK DATA Measured operating fluid level in septic tank NEW Date of pumping NA – NEW 1500 STEP TANK Required maintenance completed, if AWWTS Comments: C. LIFT STATION Required maintenance completed Age of lift station NA - NEW years Lift station material HDPE Comments: D. ABSORPTION FIELD DATA – UNDOCUMENTED SYSTEM DOCUMENTED IN 2018 PER MOA FILE – INSPECTION REPORT (IR) Which system tested (date installed) 10/24/1997 ALL standpipes present per record drawing Total measured depth from grade 6.2 ft (max) Measured depth to pipe invert from grade 2.6 ft (min) N/A – pressurized field. Per record drawings, field is insulated. Monitor tubes (MT) go to bottom of effective. (ED) If not, state depth into effective 3’ & 3.5’ (MT3 / MT4) Presoaked required if (Required if house vacant or field not used for more than 30 days prior to date of test) Gallons introduced gallons date Any rejuvenation treatment (past 12 months) N If yes, enter date Adequacy test date 5/1/2023 Results Pass Fluid depth prior to test 19 / 7 in (MT3 / MT4-IR) Water added 700 gal New fluid depth 36 / 36 in (UP INTO LATERALS) Elapsed time 1350 min Final fluid depth 19 / 5 in (MT4 2” lower than start) Absorption rate 600 gpd FIELD STATUS – POST RECOVERY Effective depth (per record drawings) 48 in (4’ ED) Effective depth used 31 / 11 in (MISSING ED & FINAL FLUID DEPTH OF EASTERN TRENCHES MT3 & MT4) Effective depth remaining 17 / 37 in Comments/Deficiencies: Tested the eastern 2 trenches 1” up into / to the field laterals. The western trenches were near the top of the ED. Septic system is operating in the top portions of the effective depth (ED). COSA Checklist.docx E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well on lot) - NA Septic Tank/Lift Station on Lot > 100’ Yes if No ft Neighboring Tank > 100’ Yes if No ft Absorption Field on Lot > 100’ Yes if No ft Neighboring Absorption Fields > 100’ Yes if No ft Community Sewer Main > 75’ Yes if No ft Community Sewer Manhole/Cleanout > 100’ Yes if No ft Private Sewer/Septic Line > 25’ Yes if No ft Holding Tank > 100’ Yes if No ft Animal Containment > 50’ Yes if No ft Manure/Animal Excreta Storage > 100’ Yes if No ft N/A – Served by Community Well (not on lot) or Public Water From Septic/Holding Tank and Absorption Field(s) on Lot to: (Please enter distances if less than required) Building Foundations > 10’ Yes if No ft Tank to Property Line > 5’ Yes if No ft Field to Property Line > 10’ Yes if No * ft Water Main > 10’ Yes if No ft Water Service Line > 10’ Yes if No ft Surface Water > 100’ Yes if No ft Wells on Adjacent Lots: Private Wells > 100’ Yes if No ft Community Wells > 200’ Yes if No ft If tank or field is under driveway comment below F. ENGINEER’S COMMENTS *Western absorption trench was shown to be approximately 11’ from property line by Walataka a Registered Land Surveyor in 2018 & shown in MOA file. Walatka performed a recert on 6/8/23 with the same results and this survey is attached. G. CERTIFICATION & STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On-Site Systems Approval Guidelines, indicates that the on-site water supply and/or wastewater disposal system appears to comply with applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation, unless noted otherwise. Name of Firm FIRST WATER CONSULTING Phone 907-350-9566 Engineer’s Printed Name CURTIS HUFFMAN, PE Date 6/8/2023 Comments: This investigation was completed in compliance with MOA guidelines, regulations, and best industry practices / methods. The assessment of the condition of the well and septic applies only to the conditions as of the day tested. The flow and absorption rates may change due to subsurface conditions that may not be observed from the surface, changes in land use, local soil characteristics, groundwater levels that may fluctuate during the year, quality of construction (workmanship & materials), the water usage of the family being served by the system and maintenance. The operational life of all well and septic systems are subject to these various and dynamic characteristics and are outside the control of the evaluator of the well and septic system. Therefore, any or NO estimate of how long a system will function satisfactory for current or future occupants or guarantee that no unseen encroachments, deficiencies or discrepancies exist can be given by First Water Consulting & 6/8/23 )5( • Gi f3<: • .- , Municipality of Anchorage/ ci On-Site Water and Wastewater Program , CERTIFICATE OF ON-SITE SYSTEMS APPROVAL ci Parcel I.D. 015-322-43 Expiration Date: '-- br C 1. GENERAL INFORMATION Complete legal description _VALLI VUE ESTATES #2 BLK 2 LT 15 Location (site address) _6201 CORNER TREE DR ANCH AK Current Property owner(s) _ROBERT HOWARD Day phone Mailing address _SAME Real Estate Agent Day p •rfe6 8 9 /0 77 1 N RUSE! A- 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) a MAY 0 201$ 3 ❑ Duplex �a ___y ❑ Multiple Dwellings (Single Family and/or Duplex) 2O�'i` s 8 L°' 3. NUMBER OF BEDROOMS: 4 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ❑ Individual Individual Water Storage ❑ Holding Tank ❑ Community Class A Well ® Community ❑ Public Water System ❑ Public Sewer ❑ WaiverNariance request for: Distance: Received by: 7014 Date: c5////i/ COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ ggl.Cao Waiver Fee $ Date of Payment 51q /i Date of Payment Receipt Number a Zi(O.vl Receipt Number COSA# 056/n/QO Waiver# 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On-Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm MIKE N ANDERSON,P.E. Phone 727-8864 Address 4661 NATRONA AVE. Engineer's Printed Name MIKE N ANDERSON,PE Date 5/8/18 • • o r✓I ° 4 yl`,'t rte' ^o, (•'�ao ooan oo -oo I' °o+ara0000,l 6. DSD SIGNATURE A..`' ` - �1p L „a ve. yo0000 11( rte. ;� ;i;r�s-• ; bedrooms. �x':,•, C . '4: System #1 Approved for ° • Y 4 System #2 Approved for bedrooms. u: : ( !�° Disapproved. Conditional approval for bedrooms, with the following stipulations: -cY OF,rw/5G ON-SITE WATER AND rn : WASTEWATER o fi PROGRAM R: C O\l\C^ By: �^--� �/� Original Certificate Date: ,7 � "( The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On-Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: • COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheet 10-1O.12.doc If more than 1 septic system is on the lot: COSA Checklist# of Structure served by this system _ Certificate of On-Site Systems Approval Checklist Legal Description: VALLI VUE ESTATES #2 BLK 2 LT 15 Parcel ID:_015-322-43 A. WELL DATA Well type A If A, B, or C provide PWSID#210605 Well Log (Y/N) Date completed Sanitary seal (Y/N)Y Wires properly protected (Y/N)Y Total depth _ft. Cased to ft. Casing height (above ground) + FROM WELL LOG AT INSPECTION Date of test Static water level ft. ft. Well production g.p.m. g.p.m. WATER SAMPLE RESULTS: Coliform colonies/100 mL Nitrate _mg/L Arsenic: ug/L Date of sample: Collected by: B. SEPTIC/HOLDING TANK DATA Tank Type/Material STEEL Date installed 10/18/97-10/24197 Tank size 1500 gal. Number of Compartments 2 Cleanouts (Y/N) Y Foundation cleanout(Y/N)Y Depression over tank (Y/N) N High water alarm (Y/N) N Date of pumping Pumper TANK EMPTY C. ABSORPTION FIELD DATA—SYSTEM WAS PRE-SOAKED PRIOR TO TESTING. Date installed 10/18-24/97 Soil rating (SF/BED) 362 System type DEEP TRENCH Length 181 ft. Width 2.0 ft. Gravel below pipe 4.0 ft. Total depth 7-7.5' ft. Eff. absorption area 1448 ft2 Monitoring tube Y Depression over field N Date of adequacy test 5.6.2018 Results (Pass/Fail) PASS For 4 bedrooms Fluid depth in absorption field before test 0 in. Water added 800+gal. new depth 12 in. Elapsed Time: 1440 min. Final fluid depth 0 in. Absorption rate >__800_g.p.d. Any rejuvenation treatment(past 12 mo.) (Y/N &type) N If yes, give date D. LIFT STATION Date installed 10/18-24/97 Size in gallons 1500 Manhole/Access (Y/N) Y "Pump on" level at 36 in. "Pump off' level at 28 in. High water alarm level at 40 in. Datum TANK BOTTOM Cycles tested 12 Meets alarm&circuit requirements? Y E. SEPARATION DISTANCES WELL ON LOT TO: Septic tank/lift station on lot 100'+ On adjacent lots 100'+ Absorption field on lot 100'+ On adjacent lots 100'+ Public sewer main 75'+ Public sewer manhole/cleanout 1001+ Sewer/septic service line 25'+ Holding tank 100'+ Animal containment areas 50'+ Manure/animal excrete storage areas 100'+ SEPTIC/HOLDING TANK ON LOT TO: Building foundation 44 (0+ Property line 5'+ Absorption field 5' Water main 10'+ Water service line 10'+ Surface water 100'+ Wells on adjacent lots 100'+ ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10 Water main 100'+ Water Service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+ Curtain drain 50'+(None Known) Wells on adjacent lots 100'+ F. COMMENTS SYSTEM WAS DESIGNED AND INSTALLED BY OTHERS, THIS INSPECTION REPORT IS ONLY DOCUMENTING WHAT WAS DISOVERED IN THE MOA FILES AND ON-SITE. G. ENGINEER'S CERTIFICATION \ � "s P ` I certify that I have determined through field inspections and o • r review of Municipal records that the above systems are inei *: 49TH '' °•.: conformance with MOA COSA guidelines in effect on this date. /1, Engineer's Printed Name MIKE N. ANDERSON,PE / ..MICHAEL N. ANDERSCN Cci•. CE-9469 Date 5/8/2018 lt ,pf,••• 5� �.•` 1�`u fffSsi�� COSA canary sheet_2-6-15.doc N860t Lot 18 1 8470T Q8 05 W 51.48 Lot 7 10' Utility Ease ment'l 0 c 0 de I 0 0 i 0 I I Wood fence (typ) 0 t I I Lot 16 C) I � 1 s 00 b 0 0 Chain link fence (typ c.r� cr) i U), eptic vent (typ) CD CD I �� CD dQ o I 'UP CD LOT 15 ° o I F SCALE.. V= 30 Z � I I (I a n hole O .° p �`L e ��W 3 (; p 4" M c� C °•o .° � � I �o u o 3 0 aD a � 1.2 OH v Q) o N o Io DRIVE .*.r CORNER RNER TREE I ii i 4� N88019102"E 131.00 Lot 14 RECERTIFIED 6-05-23 AS-BUILT NO CORNERS SET THIS DATE `'I hereby certify that I have performed a Mortgagee's inspection OF ,C' ' ` of the following described property: LOT 15, BLOCK 2, �. • ' " ' - ��Q VALLI VUE ESTATES UNIT No. 2 40 49th 04 � Anchorage Recording Precinct, Alaska, and that the 00 improvements situated thereon are within the property lines 00 00 and do not overlap or encroach on the property lying • • • adjacent thereto, that no improvements on the property lying � •" iizobeth L. Wolatka .' ,o / adjacent thereto encroach on the premises in question and �`p,� 803fi - LS �-� AW that there are no roadways, transmission lines or other rF • J .�. visible easements on said property except as indicated �Fa • . " . • '�,o ,W hereon. � Dated at Anchorage, �oF t vP e Alaska ESS I ONA �, , this 16th day of MARCH , 2018. EASEMENTS OF RECORD, OTHER THAN \%%Vt THOSE SHOWN ON THE RECORDED FB 23-1, pg 18 3 FRED WALATKA & ASSOCIATES PLAT ARE NOT SHOWN HEREON Recert 5-01-18 BEEngineers and Surveyors UNLESS OTHERWISE NOTED. FB 18-2, pg 32 907-248-1666 This drawing is a representation of conditions found at the time the mortgage location survey was performed. This document does not constitute a boundary survey and is subject to any inaccuracies that a subsequent boundary survey may disclose. The information contained on this drawing shall not be used to establish any fence. structure or other improvements. This drawing shall only be used for a single property transaction. Use of this drawing by the original client or by others at a later date without the consent of Elizabeth L. Walatka is a violation of Federal Copyright law. Unless gross negligence is discovered, the liability extent of the preparer is limited to the amount of fees collected for services in preparation of this product. ot 18 N86°08'05"WL 51.48 / 8470T ,. ._,_,, Lot 17 10' Utility Easement\ _ 0 ° 0 Wood fence(typ) ° r' Lot 16 OLo L y b ° Chain link fence(typ �Q° rn eptic vent(typ) �� CD o 0 oy LOT 15 `.90 z \ SCALE: 1"= 30' • peptic Tank , �o 1g. y as ‹ol"cn toe03 0 d -6 w Hca ^r,..\y .. = yrs ° G,`�� V,1`Y yY•;�,n! :�'€'`% .ti�i.. c o z , `*X BScy :p 3 .%:: . O a t .. " O. O ae . rL.� . h 2.0 OH :,; V O O N Zt .5' ih0 CORNER TREE DRIVE N88°19'02"E 131.00 Lot 14 RECERTIFIED 5-1-18 AS-BUILT O CORNERS SET THIS DATE 'fi.,%....%:•N OF .A 1 1 I hereby certify that I have performed a Mortgagee's inspection • • •,4 j of the following described property: LOT 15. BLOCK 2. ;9 I VALLI VUE ESTATES UNIT No. 2 I ow�P•• • • S-r I° C,,. 49th �, •• y // t /\ •., / Anchorage Recording Precinct,Alaska,and that the / improvements situated thereon are within the property lines /L L� �� , and do not overlap or encroach on the property lying / .. �. is^V...tr- Si adjacent thereto,that no improvements on the property lying //3, Elizabeth L. Wolotko:its/ adjacent thereto encroach on the premises in question and ""<,..,• 8036 - LS Jam' that there are no roadways,transmission lines or other I1p� ,• 5 visible easements on said property except as indicated 0 hereon. A�'0 ss oNp'- �'Pa Dated at Anchorage,Alaska EASEMENTS OF RECORD,OTHER THAN i%X\\ N�` this 16th day of MARCH ,2018. THOSE SHOWN ON THE RECORDED 5-3--/1.7:, FRED WALATKA&ASSOCIATES PLAT ARE NOT SHOWN HEREON FB 18 232 BE Engineers and Surveyors , UNLESS OTHERWISE NOTED. pg 907-248-1666